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LA 81.E OF SLOPE STABILI1l' hVALYSIS RESULTS (CONTINUTED) PAGE 2 <br />?: Coord. Y Coord. <br />Slope (f t.) (f t.) R (ft <br />Section D : <br />C:~:istin D condition: <br />Above portal area S1 <br /> W1 <br />Below bench area S' <br /> S3 <br /> W2 <br /> W3 <br />Future condition: <br />Above portal area S4 <br /> W4 <br />Below bench area SS <br />(recl aimed) S6 <br /> W5 <br /> F16 <br />Section E: <br />E::isting condition: <br />Above access road S1 <br /> W1 <br />below access road S2 <br /> W2 <br />Future condition: <br />P.bove access road 53 <br /> Y73 <br />Below access road S4 <br /> W4 <br />v20 6386 246 <br />548 6202 126 <br />640 6288 260 <br />420 6386 246 <br />548 6210 134 <br />640 6288 260 <br />520 <br />772 <br />526 <br />774 <br />6384 267 <br />6222 224 <br />6412 295 <br />6204 204 <br />1.237 <br />1.498 <br />1.255 <br />1.326 <br />1.693 <br />1.695 <br />1.280 <br />1.502 <br />1.243 <br />1.312 <br />1.682 <br />1.683 <br />1.257 <br />1.297 <br />1.235 <br />1.519 <br />1.198 <br />1.253 <br />1.182 <br />1.496 <br />SFI(o <br />23.56 <br />ls.oz <br />25.70 <br />21.96 <br />20.70 <br />16.31 <br />22.46 <br />15.07 <br />25.44 <br />22.30 <br />21.04 <br />16.59 <br />22.76 <br />22.36 <br />22.21 <br />19.98 <br />24.04 <br />23.44 <br />23.87 <br />19.91 <br />